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    Effect of Dissolved Oxygen on Biological Phosphorous Removal in Continuous-Flow Anoxic-Oxic Process Using Starch as Sole Carbon Source

    Source: Journal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Luo Dacheng;Yuan Linjiang;Liu Lun
    DOI: 10.1061/(ASCE)EE.1943-7870.0001370
    Publisher: American Society of Civil Engineers
    Abstract: Previous research has demonstrated that biological phosphorus removal (BPR) could be induced by an anoxic-aerobic sequencing batch reactor (SBR). This study applies a continuous-flow anoxic-oxic (AO) reactor at laboratory scale. Synthetic wastewater is used as feed water, in which soluble starch is the sole organic substance added as a carbon source. Effects of dissolved oxygen (DO) concentration on the BPR in the continuous-flow AO process are investigated. Results show that P removal is achieved mainly by denitrifying phosphate-accumulating organisms (DPAOs) without a specific anaerobic period in the system. Glycogen is the main energy source for phosphorous removal in this study, which is different from that of traditional biological phosphorous removal. The DO concentration in the aerobic unit affects anoxic P removal efficiency. Phosphorus removal efficiency as high as 82% is achieved at a lower DO level (.5  mg/L) due to the presence of more nitrate as an electron acceptor for P uptake. Polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE) analysis proves that the microbial community structure changes significantly due to the change of the DO level. Acidobacterium and Proteobacterium play dominant roles in BPR. This study confirms that bacteria using starch can achieve high N and P removal efficiency, and a controlled concentration of dissolved oxygen is of benefit to the BNR of the continuous-flow AO system.
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      Effect of Dissolved Oxygen on Biological Phosphorous Removal in Continuous-Flow Anoxic-Oxic Process Using Starch as Sole Carbon Source

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    contributor authorLuo Dacheng;Yuan Linjiang;Liu Lun
    date accessioned2019-02-26T07:56:50Z
    date available2019-02-26T07:56:50Z
    date issued2018
    identifier other%28ASCE%29EE.1943-7870.0001370.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250456
    description abstractPrevious research has demonstrated that biological phosphorus removal (BPR) could be induced by an anoxic-aerobic sequencing batch reactor (SBR). This study applies a continuous-flow anoxic-oxic (AO) reactor at laboratory scale. Synthetic wastewater is used as feed water, in which soluble starch is the sole organic substance added as a carbon source. Effects of dissolved oxygen (DO) concentration on the BPR in the continuous-flow AO process are investigated. Results show that P removal is achieved mainly by denitrifying phosphate-accumulating organisms (DPAOs) without a specific anaerobic period in the system. Glycogen is the main energy source for phosphorous removal in this study, which is different from that of traditional biological phosphorous removal. The DO concentration in the aerobic unit affects anoxic P removal efficiency. Phosphorus removal efficiency as high as 82% is achieved at a lower DO level (.5  mg/L) due to the presence of more nitrate as an electron acceptor for P uptake. Polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE) analysis proves that the microbial community structure changes significantly due to the change of the DO level. Acidobacterium and Proteobacterium play dominant roles in BPR. This study confirms that bacteria using starch can achieve high N and P removal efficiency, and a controlled concentration of dissolved oxygen is of benefit to the BNR of the continuous-flow AO system.
    publisherAmerican Society of Civil Engineers
    titleEffect of Dissolved Oxygen on Biological Phosphorous Removal in Continuous-Flow Anoxic-Oxic Process Using Starch as Sole Carbon Source
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001370
    page4018037
    treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 006
    contenttypeFulltext
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